Instrumented 74-mm Dynamic Cone Penetration and Shear Wave Velocity Tests for Assessing Liquefaction in Gravelly Soils Subjected to the 2020 Petrinja, Croatia, Earthquake

Abstract

AbstractThe liquefaction of gravelly soils during earthquakes remains a challenging hazard to evaluate because larger soil particles can interfere with traditional in situ tests such as the standard penetration test (SPT) and cone penetration test (CPT). ...